HomeMy WebLinkAbout204 Red Coach CtJUL-28-2006 01:24 PM CARRIAGECOVE 4073207195 P.09
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The Cmp►7evice4e�
dctsiSti 'd hereby 81ves notice that '
Chaptcr.713, Floud& Ste, the followingImprovement will be mzde to carp � proper', and in acv
iiaatiea is provided iris this Notice of commencement.ice with
1. Dcsa*doa ofpropeaY:'(l al•descp
CARRIAGE COVE LLC prion of the pncpgtY and sum address if available) .
500. CARRIAGE : CaVE WAy� �.
Z. G@nec-a1 dcsc.�i Giori of S•'ORD, FL . 32773
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3. Amer info '
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500 CARRIAGE
b. lrttorest in propos
C- N4mo and address c
�. Name andaddress .
b. Phony numbcr�
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a. Name and address
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b• i'hoac number --
c. Amount of bond
Lender
,. Name and address - w1A .
1111111111 IN 1111111 111 II IN 11111
Pa't�`lY M^qac rt Gnu OF CIRCUIT COURT
b• Phcco number
Persons within theStit� of Florid deli Fax
Provided by Scctiori 71 d hY Avner upon whom 1
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7 (1)(b). Florida Sta of
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9. irxpitation date ofnotiee ofco Fax number '
date is spccif ed) .. � ettt (the expii don date is I Year from the date of „oco '
rding unless a di$ercYit
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PHYLIIS CAST�4L[IO • ` 3'Z 73MARYANNE MORSE
y** Col++mlroop4s9a21 CLERK OF CIRCUIT CO T
ExOn=s 12/1512 SEMINO E C LINTY. DA
4?� Ldp+ Bonded In ru Ie00>431-4254
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LEGAL
LEG SEC .1'3 TWP 20S RGE 30E
+ E 2/3 OF SE 1/4 OF NW
N 1/2 OF NW
1/4 O1' NW
1/4
NE 1/4 OF SW 1/4 OF NW 1/ ;
1/4 OF NW
1/4 + E 2/3
OF
SALES
SU QD 01/74 07,034 0156
(LESS E 25
$460, 000
FT & 1�D) �
BEG'
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land
31
05/23/94
MORE:
LEGAL
black
24
01/27/94
No t -c, Log, Sale, >11.d/land/ .
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SXD. 05/03/)6,:,.md10,Comm,Ilist,Othcz
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Count:
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(EXIT)
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500 Carriage Cove Way
Sanford, Florida 32773
(407) 323-8160 fax (407) 320-7195
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PLANS R VIEWED
CITY OFSANFORD
ERMIT
a4clkl, c
OFFICE
JUL-28-2006 01:23 PM CARRIAGECOVE 4073207195 P.08
CITY OF SA,NFORD
PERKT. A.pPLICA- l0NftAMTACnWD MaS INSTALLAMN
Ap011eant CMIM COW Me. PBIZMIT
Addret9 WKX , Namo OI Licensed Dcticranstanor I g8jim//s
• 277 � � `Brogl�w•t�s�'�
o 11160Co 11 . Licensed Nuntbcr�it/ oo+Di.o
Addr'9sF: �jghf'or-o{ fs/,—.lastnlJ�teouboW,��� _
Maaulheturors NAme_� d/•• Com/ w.� p- � ' •
Roof ZoneWind Zoo
Number of $actloas Wideb 'Lea cb
Inslallatiou Standard Used:(Cbcck aauts
Oaa) Mcturers Manual Year ? SoriaW
• 1SC I�,�,'��
SITE PREPARATION:
Debris a' ad. Material Rciovat Compacted Fii v
Water Braiabre: Natural�� 5ws1c
-Other
FOUNDATION: '
Load Dtmrlag Son Capacity 0 0 or As'sunied 1000 P F
Footing Typin Poared in Place,,` Per c Size do Thickness
t -Beano or MalataU piers: Single Tiered
t Double Interlocked
Sin of Pte Plotc:atnt O/C .0•
Partatcter Pier !flocking: State ��
Placement 0/C cc �'
RWge.ueam Support Blocking: Size Number Lova a(s) ' PC
Itldge Acam Support i:ootor: Siete Number1,ocntioa(It �.�► Center n -
Una 8locklag: Numov—__ Size / Locations) �►
special Pier Dloeltlag Required: (1►Iroptaec,Ilsr�Y t6dow� Etc) YES NO '
Matis►g of Multiple Ualts; Matlag Ceske 'type Used <I I'd
fasteners: ROOFS TYPIC AND 1ZE SPACING 0/C
ENDWALLS TYPS AND 3= # SPACING � OIC
FLOORS TYPg AND•SIf.E " SPACINGO/C
ANCHORS:
Type 3150 Working Load 4000 Working Load
Height of'Unit: (Top of Foundation or Footer 6. Bottom of Frame) i �/ '� .•.� � ^�—
Nurilbt:r of Frtmc•Ttes:CL
Spacing ti ti 0/C Angle orStrap :, � �/.f O
Ucgr. .
Number of Ovor Roof Tics: (If Re
quirt:) .0 t �` .
Number of 31delvall /anchors Zoec II Zone III
Number of Centerline Anchors Number _1'S tit b llizer Devices
Vuats Required for Underpinning (1 SI:1150 SF OF FLOOR ARRA) Nus tuber'
PLANS REVIEWED
CITY OF SANFORD
JUL-28-2006 01:24 PM CARRIAGECOVE 4073267195 P.10
Date: _„/_J� Permit t
Address: O Y /QAC a1 Ira a c C f J�/. 3� i1 License _ f10000o a,�
Contractor. Van��—
Torque Tests
This will Car* tlta completion of two (2) Sell Prow Tests an the ebm deadbed elle:
POCKET PENETRO METER TEST.
Signature of Tester: Dats: --f—JAI
Notttlry;
STATE OF FLORIDA
COUNTY OF
7?e a n Ins ment wa; acknowledged before tna ti"tis day of
Florida IdentlGcatton # D o d &a ,?,;z
personally known to me der preasnted
• to
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aJ PMYLUS CASTALDO
Sovore of N ry Q ,,►� COMM DD019%21
Erghec 12/15/2009
SWdW thM (800)432-4254:
t harms = Am, Inc
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t . Ir" Meal "Gent standard aN by Lha thele or Florida. Ospotnlsnt or Htghway.8araty and MoW Vshldss we
h=Poratad In"ail up Proosdurss arrd nol o as sech
The Pod(el ponatrom 1w last and this iorm : shall not as mqultod.
2. Addfgorts. U04np, but not UrMed to add-a40oms. r0016vots Ind Pon0a 4hall be tree slandbto and asSeMpOM rdh
only the Arahlnp 44180hed to the Melo unN uNsas the added unit ha&been dedpnad to be ffdwdw to the assisting unit.
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PLANS REVIEWED
CITY OF' SANFORD
tiOl•o�MAY-
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OLIVER TECHNOLOGIES, INC. ,
FLORIDA INS ALLATION INSTRUCTIONS FOR THE
• RIf:HAR 1 �AODEL 1101 "%" S s er � ��tl FOUNDATION YSTEM „ L'..' �;�
RE MODEL 1101"%" (STEPS 1-14) -? '
MODEL 1101-0V"L0NG fUD1NAL ONLY -
FOLLOW INSTRUCTIONS 1.10
A 4.. s sTA►a
CES: If the foliotving conditionsoccur - STOP! Contact Oliver Technologies at:.. � F Pier height exceeds 48' b) Length of home exceeds 76'c) Roof eaves exceed f6".. F
exceed 96" e) Roof Pitch greater than 4.37/12 (20 degrees) f) Location is within I Sdkfee� 4 c6p.a. :
INSTALLATION OF GROUND
2. Remove weeds and d4bris in an approximate two foot square to expose firm soil for each ground pan (C) .
3. Place ground pan (C) 4' rectly below chassis I-beam . Press or drive pan firmly into soil until flush with or below soil.
"V
SPECIAL NOTE: The Ipngitudinal " brace system serves as a pier under the home and should be loaded to any
other pier. it is recomm' nded that after leveling piers, and one-half inch (121 before home is lowered completely on
to piers, complete iter -A-4 through 9 below.
INSTALLATION'OF LON(ilT�ruual ���� B ICE SYRTFM
NOTE: OF IN THE MODEL * 110id"V" LONGITUDINAL ONLY, A MINIMUM OF 2 SYSTEMS '
FLOOR SECTION 1S flEQUIRED. FOUR FOOT (4') GROUND ANCHOR MAY BE USED EXCEPT WHERE MANU. PER
FACTIIRERS SPECA DIFFERENCE. USE GROUND ANCHORS WITH DIAGONAL TIES AND
STAB LUER PLATE EVERY 614" . VERTICAL TIES ARE ALSO REQUIRED ON HOMES SUPPLIED WITH
VERTICAL TIE CON CTION POINTS (PER FLORIDA REQ) .
4. Select the correct squere tube brace (E) length for set - up (pier) height at support location. (The 18' tube is always
used as the bottom palet of the longitudinal arm). Note: Either tube can be used by itself, cut and drilled to length as long as a
40 to 45 degree angle is maintained.
PIER HEIGHT 1.25"ADJUSTABLE 1.50"ADJUSTABLE
(Approx. 45 degrees Maz.) Tube Length Tube Length
7 3/4" to 25" 22"
24 3/4" to 321/4' 37
18"
3A" M d1" _
18"
5. Install (2)9f the " 1.50:' square tubes ( E (18" tube) ) into the "U' bracket (J)
loose for final adjustment. , insert carriage bolt and leave nut
B. Place I-beam conneckor (F) loosley on the bottom flange of the I-beam.
7. Side the selected 1.t5' tube (E) into a 1.50: tube.A and attach to I-beam connectors (F) and faster, loosely with
bolt and nut.
3. Repeat steps 6 through 7 to create the" pattern of the square tubes loosely in place. NOTE: The angle is
not to exceed 45 deg(ee and not below 40 degrees.
I. After all bolts are tightened, secure 1.25' and 1.50" tubes using four(4)1 /4"-1
drilled holes. 4 x 3/4" self -tapping scxews in pre-
�. install remaining vertical tie -down soaps and 4' ground anchors per home manufacturer's instructifins. All loads in
excess of 3,150 pounds at shear walls, columns,. and centerline, must have five foot .(5') anchors installed r r
.Of soil conditions, per`the state of Florida. s RE���
Pl.p►H �F SA�FpRD
NOTE: THE MODEL 1101 "V" (LONGITUDINAL & LATERAL PROTECTION) ELIMINATE
STABILIZER PLATIN b FRAME TIES. S THE NEED FOR ALL
2. Select�he correct sgpare tube brace (H) length for set-up lateral transverse at support location. The len
either 9G" or 72" lengibs. (VM the I.50!%tube as the bottom tube, and the 1.25' tube as the i e.) �n
I. Install the 1.50 transverse brace (H) to the ground insetted lube.)
1. olt and nut.
Slide 1.25" transverse brace into the 1.50' brace and attach two connector
I-beam connector ( I ) with bolt and nut.
i. Secure 1.50" transverse arm.to 1.25" transverse
holes. arm'using four (4) 1/4" -14:x 3/4" self -tapping acrews in pre -drilled
M AIRWACTUMM Noummo-FouNDAT10N SYSTEMS
A DIVISION OF OUVER TECHNOLOGIES, INC. Telephone. 931-798.4555.
1-800-284-7437 Fax: 931-79"811
wwycolivertedmoloole3.60M
HUD approved Homes and Modular Hciusing .
cI.NEItAI,INSrrtuCrlolrs : 1 a►s5t17s00u►Iwhapaw-wP=dt„t i+
L. All pads arc to be installed fl=it side emm. rihlxxl side un
711c Drowid unda the pads should be leveled as smooth as
to be placed on natural grade unless otherweise par1:1• ted by the llocal llh bu ldirS atithorigcmovcd. Pads
3. Pier & pad spacing will be dcicrntined by the manufactured homes' written set-up i., -.ruction or any
local or state codes.
a. 71st open oclL- W%v=l the ribbing on the uppersidc of the aids may be fi!Icd with soil. -or sandalter
butallation to prevent any a=nlulalion ofaagnant water in the pads,
5. A pocket pcudrometer may be used to determine the actual soil bearing value. I: sail -testing z'
Cqugpmcnl is 1101 available, use an assumed soil value of 1000 U/ square foot:
6. All pad sizes shown are nominal dimensions and may vary up to
7. 771st maximum deflection in o sim•Ic and is 514" measured from the highest point to the lowest pollee'`or the top face. (NOTE: Actual lest results were les than 5/31,
X. lu fmst arcas, a 6" declp confined gavel base installed in well drained, non-Gost,suscepliblc soil,i;p• b
rccouimapticd. 4
9. Pad loads am the same when using single {lad: or double stack blocks.
JO. 77+c maxi+nunl load at any intermediate soil %alue may be determined as the' v �,r't arshi;n'cptt
lower atd next higher soil value given in the tabic below.
11. Any configuration (sce reverse side) may be used to replace a home manuf cturcr',•iecommcndcd
Concrete or %rood bast pad.
12. 1 f the holnc manufacturer shows soil densities grctcr than 30004b. +vhcn;us tg ABS pals, do not exceed
3000 lb. soil pier spacings per sel up m:ulual..
Pad Sirs Pad Arca 1000 lb. Soil+. '-)n nn ii, c..a f nnn .i
16" x I6"
256 M. ir1.
- -
1780 Itis.
3560 tbs.
wvv w. Qua
5333 lb;.
16"x U"283
sq. in.
20001ba.
4000 tbs.
6000 tbs.
13" x 26".
333 sit. in.
2375 lbs.
47SO tbs.
`• 6.100 tbs.
18.5" x 18.5"
342 sq. in.
237510s.
4750 tbs.
71.00 tbs.
lJ VA1. 17'• x 22"
360 sq. in.
250011x.
5000 Ibs.. ' � . '
7500 tbs.
W. x 20"
•100 sq. in.
2750 tbs.
55001bc.
8250 tbs. •
OVAL 17.5"x 25.5"
•132 sq. in.
3000 tbs.
6000161.
9000 tbs.
2.1" x 2.1"
576 so. in.
4000 tbs.
S000 lbs. •
8000 tbs.
26" x 26"
676 sq. in.
480011:
9600 lbs . •
9600 tbs.. •'
34" z 22"
748 sq. in.
5000 tbs.
10000 tbs. •
10000 Ibs: •
35" x 25.5"
850 sq. in.
6000 lbs.
12000 lbs.
..
12000 tbs.
• L'nncretc hlml•..�.......1......�
... unnn _
-- - - - - -- - -•- W -1"t -vu puunus, avuu pounds and higher must be double blocked.
13. ALABAMA ONLY. The IG" x I6" IDII 1055.10,•11.5"X18 5"; 1pf/ kO55-9, 20" x2010
1D/i 1055-7,17" x 22" 1DNI05S16,-16, 17.5" z 25.5" IDq 1055-171arc•the'only pads a0provcJ in the state
of Alabu+ua, auJ roust not bare more'In a 313" deflec(ioa. Sec char( tclow%for•details tin correct
htsfallatiuu in Alabanw. "
NOW 1 : Iror Alu!/ania only:' Whcn scttiing in soil cap cities over 1000. Ibs psf, the block (CMU)
s:ourtguration shown in this drawing is required on the 20" x 20" (ID it 10554) . an(t.40,13.5"x 13.5"(#
1055-9) pads.
Examp1e:16' x s0' section
PAD SIZE
PIER SPACING
16" x 16" Pod
516..
18.5•' x Is. Soo -pad
7- 0"
1.7" x 22" Pad
7' 6"
2S.S"Pad
gp•
2O" Pad
g p••
r�
C.R. Caudcl, P.1
Sr. RCgistcrod Engiacc
Product Testing, But
Revised 12R7R00s
PLANS REVIEWEDCITY OF SANFORD
..... -- • •1aij_V
SINGLE SECTION ALL
WIDTHS UP TO 76'
DOUBLE WIDES ALL
WIDTH S UP TO 76'
Recommendations: It is rec:omrnended that Nems rye installed at 2nd pier
OTES: in from end of home, not to exceed a quarter length of the house.
LENGTH OF HOUSE IS THE ACTUAL BOX SIZE
L / 4 = LENGTH OF THE HOUSE (FLOOR) DIVIDED BY 4.
�—= LOCATION OF ASF MODEL 1101'V' (LATERAL & LONGITUDINAL
BRACING).
= LOCATION OF MODEL 1101 -1 -Ir (LONGITUDINAL BRACING ONLY).
LOCATION .OF MODEL 1101 "V' (TRANSVERSE ARM ONLY).
Note: When installing the model 1101-L `V' brace for longitudinal protection
only, 2 longitudinal systems (without lateral arm) are all that is required on a
single section house.
H - Tnmwww arts
'fop V 25")
bottom (1.5',j[
-v- brace 1 -beam
connectors
E -'b- &ace Tut
TOP (1251)
Botlom (1.51)
TRIPLE WIDES ALL
WIDTHS UP TO 76'
. ModeW 1101 'V" Transverse Only
PATENT PENDING
C = GROUND PAN
D = GROUND PAN CONNECTOR
U BRACKETS _
E = TELESCOPING V BRACE
TUBE ASSEMBLY Vw 1.5 BOT
TOM TUBE AND 1.25 TUBE
INSERT
F ='V' BRACE I -BEAM CONNEC-
TORS ASSEMBLY
H = TELESCOPING TRANSVERSE
ARM ASSEMBLY
1= TRANSVERSE ARM I -BEAM
CONNECTOR .
J= V PAN BRACKET
-// PLANS REVIEWED
'''" conroectmR1
unmw be wed in 11 QIF
S�►PIFORD
J -grod Pan C -Ground Pan . S Ground andrors must be used
V Bracket when bads exoeed 3150 bs. regard.
bss of WE awwkion per the sate of
Fbdda - Sid "connector spacing
can not exceed WC on cenbm
REVISED INSTRUCTIONS 2/20/02
MAMWAA DIVISION O OLIVER TEHOUSM CHNOLOGION ES, INC.
Telaphone:93I-796.4555
'l-800-284-7437 Fax: 931.7968611
www 0AVertechnologles.=n